High-safety reinforcing structure of steel bar truss floor support plate

Abstract

The utility model discloses a high-safety reinforcing structure for a steel bar truss floor support plate, relates to the technical field of steel bar truss floor support plates, and aims to solve the problems that the connecting points of a bottom plate of an existing steel bar truss floor support plate and a steel bar truss are limited, and an initial prefabricated part lacks a transverse support structure, so that the construction cost is low. According to the key points of the technical scheme, the lifting device comprises a bottom steel plate, a plurality of supporting steel channels are connected to the outer surface of the bottom steel plate in a welded mode, the supporting steel channels are distributed in parallel, the cross section of each supporting steel channel is in a U shape, and the cross section of each supporting steel channel is in a U shape. A plurality of groups of through holes are formed in the outer surface of the supporting channel steel, each group of through holes comprises two through holes, two first reinforcing steel bars penetrate through each group of through holes, and the first reinforcing steel bars are perpendicular to the supporting channel steel. And the effect of improving the structural strength of the whole bearing plate and the safety of subsequent construction is achieved.

Description

TECHNICAL FIELD

[0001] The utility model relates to steel bar truss floor panel technical field especially is related to a high safety type steel bar truss floor panel reinforcing structure. BACKGROUND

[0002] The truss made by connecting the upper chord, the lower chord and the web with resistance spot welding is called steel bar truss, and the combined load-bearing plate formed by connecting the steel bar truss and the bottom plate with resistance spot welding is called steel bar truss floor panel, which effectively saves the construction and disassembly of steel mold or wooden formwork and improves the construction efficiency.

[0003] The existing steel bar truss floor panel bottom plate has limited connection points with the steel bar truss, and the initial prefabricated part lacks a horizontal support structure, so the stability of hoisting and laying and the stability and safety of subsequent concrete pouring need to be improved. UTILITY MODEL CONTENT

[0004] The utility model discloses a high safety type steel bar truss floor panel reinforcing structure can improve the structural strength of the whole floor plate and the safety of subsequent construction.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical scheme:

[0006] A high safety type steel bar truss floor panel reinforcing structure, comprising a bottom steel plate, a plurality of support channel steels are welded and connected to the outer surface of the bottom steel plate, the plurality of support channel steels are distributed in parallel, the cross section of the support channel steel is in the shape of U, a plurality of groups of through holes are arranged on the outer surface of the support channel steel, each group of through holes comprises two inside, and two first steels are penetrated in each group of through holes, and the first steel is distributed perpendicularly to the support channel steel.

[0007] By adopting the above technical scheme, the overall structure can be effectively improved, the hoisting stability and safety are improved, and the connecting surface of the bottom steel plate and the steel bar frame is improved, so that the situation that the connecting point is disconnected during concrete pouring is avoided.

[0008] Further, a plurality of connecting steel bar frames are welded and connected to the outer surface of the bottom steel plate, and the connecting steel bar frames are alternately distributed with the support channel steels.

[0009] By adopting the above technical scheme, the connecting points of the bottom steel plate and the steel bar frame are effectively improved.

[0010] Further, the plurality of connecting steel bar frames located on the same straight track are clamped between the two first steels penetrated in the through holes on the outer surface of the support channel steel.

[0011] By adopting the above technical scheme, the overall connecting stability is ensured.

[0012] Furthermore, another first steel bar passes through the top of the inner part of the connecting steel bar frame, and the first steel bar is welded to the connecting steel bar frame.

[0013] By adopting the above technical solution, the connection between the first reinforcing bar and the connecting steel frame is ensured.

[0014] Furthermore, multiple connecting frames are welded to the upper surface of the bottom steel plate. Each end of the connecting frame is provided with an insertion hole, and a second reinforcing bar is inserted inside the insertion hole. The second reinforcing bar is distributed parallel to the supporting channel steel, and a steel pipe sleeve is sleeved on the outside of one end of the second reinforcing bar.

[0015] By adopting the above technical solution, the convenience of connecting two adjacent bearing plates can be improved.

[0016] Furthermore, a first connecting groove and a second connecting groove are integrally connected to the symmetrical two sides of the bottom steel plate, and the first connecting groove and the second connecting groove cooperate with each other.

[0017] By adopting the above technical solution, the sealing performance at the joint between two adjacent bottom steel plates can be effectively improved.

[0018] In summary, the beneficial technical effects of this utility model are as follows:

[0019] 1. This utility model improves the structural strength of the prefabricated steel truss floor slab by welding multiple parallel supporting channel steels to the outer surface of the bottom steel plate. The supporting channel steels are perpendicular to the first reinforcing bars, thus improving the stability and safety of the laying stage. Furthermore, since some of the first reinforcing bars pass through the through holes on the outer surface of the supporting channel steels, the connection area between the bottom steel plate and the steel frame is effectively increased, thereby improving the connection firmness between the bottom steel plate and the steel frame. This effectively improves the stability during concrete pouring, avoids large-area sinking caused by the detachment of the steel plate from the steel frame, and further enhances the safety performance.

[0020] 2. By setting up a connecting frame and a second reinforcing bar, and by sliding a steel pipe sleeve on one end of the second reinforcing bar, this utility model allows the steel pipe sleeve to be moved during the splicing of two bearing plates so that the second reinforcing bars at corresponding positions on adjacent bearing plates can be connected end to end. This enables the connection operation of adjacent bearing plates during the laying stage, effectively improving the stability of the connection and facilitating the subsequent construction of the reinforcing steel frame. Attached Figure Description

[0021] Figure 1 This is a three-dimensional structural diagram of the present invention;

[0022] Figure 2 This utility model Figure 1Enlarged view of point A;

[0023] Figure 3 This utility model Figure 1 Enlarged view of point B.

[0024] In the diagram: 1. Bottom steel plate; 2. First connecting groove; 3. Second connecting groove; 4. Connecting steel bar frame; 5. First steel bar; 6. Supporting channel steel; 7. Connecting frame; 8. Second steel bar; 9. Steel pipe sleeve. Detailed Implementation

[0025] The method of this utility model will be further described in detail below with reference to the accompanying drawings.

[0026] Reference Figure 1 , Figure 2 A high-safety reinforced steel truss floor deck reinforcement structure includes a bottom steel plate 1. Multiple supporting channel steels 6 are welded to the outer surface of the bottom steel plate 1. These supporting channel steels 6 are distributed in parallel, and their cross-sections are U-shaped. Multiple sets of through holes are provided on the outer surface of the supporting channel steels 6. Each set of through holes contains two steel bars, and two first reinforcing bars 5 penetrate through each set of through holes. The first reinforcing bars 5 are distributed perpendicularly to the supporting channel steels 6. Multiple connecting steel bar frames 4 are welded to the outer surface of the bottom steel plate 1. The connecting steel bar frames 4 are alternately distributed with the supporting channel steels 6. The multiple connecting steel bar frames 4 located on the same straight line are clamped between two first reinforcing bars 5 penetrating through the through holes on the outer surface of the supporting channel steels 6. The top of the connecting steel bar frame 4 is... Another first reinforcing bar 5 runs through the bottom steel plate 1 and is welded to the connecting reinforcing bar frame 4. Multiple parallel supporting channel steels 6 are welded to the outer surface of the bottom steel plate 1. The supporting channel steels 6 are perpendicular to the first reinforcing bar 5. This improves the structural strength of the prefabricated steel truss floor slab, thereby enhancing the stability and safety of the laying process. Furthermore, since some of the first reinforcing bars 5 pass through the through holes on the outer surface of the supporting channel steels 6, the connection area between the bottom steel plate 1 and the reinforcing bar frame is effectively increased, thus improving the connection strength between the bottom steel plate 1 and the reinforcing bar frame. This effectively improves the stability during concrete pouring, preventing large-area subsidence caused by the detachment of the steel plate from the reinforcing bar frame, and further enhancing safety performance.

[0027] Reference Figure 1Figure 2 shows that multiple connecting frames 7 are welded to the upper surface of the bottom steel plate 1. Each end of the connecting frame 7 has an insertion hole, and a second reinforcing bar 8 is inserted into the insertion hole. The second reinforcing bar 8 is distributed parallel to the supporting channel steel 6. A steel pipe sleeve 9 is sleeved on the outside of one end of the second reinforcing bar 8. By setting up the connecting frame 7 and the second reinforcing bar 8, and by sliding the steel pipe sleeve 9 on one end of the second reinforcing bar 8, the steel pipe sleeve 9 can be moved to connect the second reinforcing bars 8 at corresponding positions on the two adjacent bearing plates when splicing them. This allows for connection operations on adjacent bearing plates during the laying stage, effectively improving the stability of the connection and facilitating the subsequent construction of the reinforcing steel frame.

[0028] Reference Figure 1 , Figure 2 , Figure 3 The bottom steel plate 1 has a first connecting groove 2 and a second connecting groove 3 integrally connected to the symmetrical two sides. The first connecting groove 2 and the second connecting groove 3 cooperate with each other, which can effectively improve the sealing of the joint between two adjacent bottom steel plates 1 and prevent leakage during concrete pouring.

[0029] Working principle: During use, the initial prefabricated components of the steel truss floor deck are first erected at the designated location. During the laying process, the first connecting groove 2 and the second connecting groove 3 on the two adjacent bottom steel plates 1 are overlapped. Then, the steel pipe sleeve 9 is moved to connect the second reinforcing bars 8 at corresponding positions on the two adjacent decks end to end. Next, the steel pipe sleeve 9 and the second reinforcing bars 8 are fixed by electric welding. At this point, the laying is completed, and subsequent reinforcing bar insertion can be carried out. Since multiple parallel supporting channel steels 6 are welded to the outer surface of the bottom steel plate 1, and the supporting channel steels 6 are perpendicular to the first reinforcing bars 5, the structural strength of the steel truss floor deck in the prefabricated state can be improved, thereby improving the stability and safety of the laying stage. Furthermore, since some of the first reinforcing bars 5 pass through the through holes on the outer surface of the supporting channel steel 6, the connection area between the bottom steel plate 1 and the reinforcing frame can be effectively increased, thereby improving the connection firmness between the bottom steel plate 1 and the reinforcing frame. This can effectively improve the stability during concrete pouring and prevent the steel plate from detaching from the reinforcing frame, which could cause large-area subsidence.

[0030] The specific real-time examples described herein are preferred real-time examples of this utility model and are not intended to limit the scope of protection of this utility model. Therefore, all equivalent changes made to the structure, shape, and principle of this utility model should be included within the scope of protection of this utility model.

Claims

1. A high-safety reinforced steel truss floor deck reinforcement structure, comprising a bottom steel plate (1), characterized in that: Multiple support channel steels (6) are welded to the outer surface of the bottom steel plate (1). The multiple support channel steels (6) are distributed in parallel. The cross-section of the support channel steel (6) is U-shaped. Multiple sets of through holes are provided on the outer surface of the support channel steel (6). Each set of through holes contains two through holes, and two first reinforcing bars (5) penetrate through the inside of each set of through holes. The first reinforcing bars (5) are distributed perpendicularly to the support channel steel (6).

2. The high-safety reinforced steel truss floor deck reinforcement structure according to claim 1, characterized in that: Multiple connecting steel bars (4) are welded to the outer surface of the bottom steel plate (1), and the connecting steel bars (4) and the supporting channel steel (6) are alternately distributed.

3. The high-safety reinforced steel truss floor deck reinforcement structure according to claim 2, characterized in that: Multiple connecting steel reinforcement frames (4) located on the same straight trajectory are clamped between two first steel bars (5) that pass through holes on the outer surface of the supporting channel steel (6).

4. The high-safety reinforced steel truss floor deck reinforcement structure according to claim 3, characterized in that: Another first steel bar (5) runs through the top of the inner part of the connecting steel bar frame (4), and the first steel bar (5) is welded to the connecting steel bar frame (4).

5. The high-safety reinforced steel truss floor deck reinforcement structure according to claim 1, characterized in that: Multiple connecting frames (7) are welded to the upper surface of the bottom steel plate (1). Each end of the connecting frame (7) is provided with an insertion hole, and a second reinforcing bar (8) is inserted inside the insertion hole. The second reinforcing bar (8) is distributed parallel to the supporting channel steel (6), and a steel pipe sleeve (9) is sleeved on the outside of one end of the second reinforcing bar (8).

6. The high-safety reinforced steel truss floor deck reinforcement structure according to claim 1, characterized in that: The bottom steel plate (1) has a first connecting groove (2) and a second connecting groove (3) integrally connected to its two symmetrical sides, and the first connecting groove (2) and the second connecting groove (3) cooperate with each other.

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